composite floor - vicwest building products · imperial.03 00.675.036 0.811.048 1.079.060 1.349...
TRANSCRIPT
METRIC
0.76 1429.7
0.91 1717.3
1.22 2284.3
1.52 2856.1
2600 11.7 11.7 12.9 12.9 14.6 14.6 15.8 15.82800 10.4 10.4 11.4 11.4 13.0 14.13000 9.3 10.2 11.73200 8.42600 13.7 13.7 15.1 15.1 17.1 17.1 18.5 18.52800 12.2 12.2 13.4 13.4 15.3 15.3 16.5 16.53000 10.9 10.9 12.1 12.1 13.7 13.7 14.8 14.83200 9.9 9.9 10.9 10.9 12.4 13.53400 9.0 9.0 10.0 11.43600 8.3 k1 = 79.78313000 14.4 14.4 15.8 15.8 18.0 18.0 19.5 19.5 k2 = 71.29353200 13.1 13.1 14.4 14.4 16.4 16.4 17.7 17.7 k3 = 0.25763400 12.0 12.0 13.2 13.2 15.0 15.0 16.2 16.2 k4 = -0.06763600 11.0 11.0 12.1 12.1 13.8 13.8 14.9 14.93800 10.2 10.2 11.2 11.2 12.8 13.84000 9.5 10.4 11.94200 8.9 9.84400 7.93400 14.7 14.7 16.3 16.3 18.5 18.5 20.0 20.03600 13.6 13.6 15.0 15.0 17.1 17.1 18.5 18.53800 12.6 12.6 13.9 13.9 15.9 15.9 17.2 17.24000 11.8 11.8 13.0 13.0 14.8 16.04200 10.5 10.5 12.1 13.8 14.94400 9.1 10.8 13.0 14.04600 8.0 9.7
Continued on back
HI-BOND COMPOSITE FLOOR
HB306 Z275 GALVANIZED
Note SECTION MODULUS
MIDSPANSm
(mm3 x 103)
SUPPORTSs
(mm3 x 103)
26.67
MASS WITH ZF75
GALVANIZED(kg/m2)
2.55 0.105
2.90 0.120
Load Tables are based on the design of ONE-WAY composite slabs carrying uniformly distubuted loads on a simple span basis. For complete design criteria see the VICWEST Hi-Bond Composite Floor Designer's Manual.
1.
2.
NOMINALCORE
THICKNESS(mm)
AREA OF STEEL
(mm2)
A uniform loading in excess of 10 kPa (200 psf) is often an indication of concentrated or moving loads. Such conditions may require additional reinforcing steel. Contact VICWEST for additional design information
0.76
0.91
Slab Thickness h, is from underside of steel deck to top of concrete. Maximum span is not to exceed 32h.
3.2
Span
1.22
9.3
Base Steel Nominal Thickness
(mm)
h(mm)Slab Weight, W1(kN/m2)
Concrete Volume, (m3/m2)
1.52
16828
1Span
2Span
3Span
122.6
42.83
48.3960.10
11.64
2071.6
33.81
1Span
98.2
98.1
9.58.9
10.2
8.0
12.6
9.1
13.6
11.0
10.5
14.7
11.8
8.903149.52
2608.4
13.94
18.42
33.41
46.42
13.112.0
Shear Bond Coefficents
(PER METRE WIDTH)
In accordance with CSA Specification S136-07
Maximum Specified Uniformly Distributed Load in kN/m 2 (kPa)
21.5
30.1
166
13.6
32.1
MIDSPAN
Im(mm4 x 103)
MAXIMUM FACTORED REACTIONS
1572.3
Moment of Inertia
1488.4
EXTERIOR(kN)
1186.8
19.0
50.7
INTERIOR(kN)
2608.42088.8
42.94
43.17
DEPTH FROM NEUTRALAXIS TO
BOTTOM OF DECK Yb
(mm)
FULLIf
(mm4 x 103)
43.40 48.2 76.4
28103
132.8
26380
176
3.12 0.130
IC
133.2
(PER METRE WIDTH)
Composite Moment of Inertia, IC (mm4 x 103) Effective Depth, d (mm)
18.5
34040
31214
132.6
3Span
14.1
133.1
12.9
10.2
15.1
122.8
3Span
28703107.6
2Span
26309
Properties and loads are based on Grade 230 steel (Grade 33 steel) with a minimum yield stress of 230 MPa (33,000 psi) and a maximum stress under Factored loads of 207 MPa (29,700 psi).
11.411.710.4
12.213.7
14.4
10.9
1Span
2Span
3Span
20.0
15.3
1Span
13.4
15.8
18.5
2.32 0.095
13.5
12.8
9.99.0
21814
4.
Load values are based on Normal Weight Concrete (density of 2300 kg/m3) (145 pcf) with a minimum compressive strength of 20.7 MPa (3,000 psi) and a Modular Ratio n=9
5.
17.2
14.9
12.110.910.0
17.1
13.0
14.815.9
18.5
13.816.0
16.415.013.8
18.017.7
10.4
9.7
14.413.212.111.2
13.9
16.214.913.8
10.8
13.0
15.8
16.315.0
12.1
19.5
16.514.8
12.4
14.6
17.1
13.7
13.0
IC dd IC d
123.2108.2
17953
19978
108.1
22205
107.8
23669 123.1
IC
141
59.0623.03
151
13790
17920
Base Steel Nominal
Thickness(mm)
Span(mm)
16398
14721
97.8
97.6
d
1.52
0.76
0.91
1.22
PHYSICALPROPERTIESSTEEL PROPERTIES
PHYSICALPROPERTIESCOMPOSITE SLAB
LOAD TABLE
LIMIT STATESDESIGN
SLAB THICKNESS
VW00147EN10/10
In accordance with ongoing efforts to improve our products and their performance, Vicwest reserves the right to change without notice the specifications contained herein.
The contents herein are for general information and illustrative purposes only and are not intended to serve as any type of advice. Every effort is made to ensure the accuracy of the information included in this brochure and it is believed that the information contained herein is accurate and reliable as of the date of publication. Vicwest, however, does not warrant or represent the accuracy or reliability of any information included in this brochure. Any reliance on any information without consultation with Vicwest or a duly authorized representative shall be at the user's own risk. ©2010, Vicwest – All rights reserved
IMPERIAL
.030 0.675
.036 0.811
.048 1.079
.060 1.349
8'-6" 242 242 274 274 306 306 338 3389'-0" 221 221 250 250 279 3089'-6" 203 203 230 256 283
10'-0" 187 2129'-6" 239 239 271 271 302 302 333 333
10'-0" 221 221 250 250 279 279 30810'-6" 205 205 232 232 259 28611'-0" 191 191 216 24211'-6" 179 20212'-0" 16810'-6" 269 269 304 304 340 340 375 37511'-0" 251 251 284 284 317 317 350 35011'-6" 236 236 267 267 298 298 329 32912'-0" 222 222 251 251 280 280 30912'-6" 209 209 237 237 264 29213'-0" 198 224 25013'-6" 188 21214'-0" 17311'-0" 311 311 352 352 393 393 400 40011'-6" 292 292 330 330 369 369 400 40012'-0" 275 275 311 311 348 348 384 38412'-6" 260 260 294 294 328 328 363 36313'-0" 245 245 279 279 311 34413'-6" 224 224 265 295 32614'-0" 204 246 281 311
HI-BOND COMPOSITE FLOOR
HB306 Z275 GALVANIZED
9. Load Table values allow for slab self weight.
Continued fromfront
Note
7. Hi-Bond composite load capacities are dependant on the material finish of the steel. VICWEST publishes load tables for ZF75 Galvanneal steel and Z275 Galvanized steel. For other finishes contact your local VICWEST office.
8. Loads for the deck acting as a Form include Slab Weight, W1 and a construction load of 1.0 kN/m2 (21 psf) Uniformly Distrubuted Live LoadOR2.0 kN/m (137 lb/ft) Transverse Live Load.
6. No additional reinforcing steel is required for the slab thicknesses shown on this table. For temperaturereinforcing (crack-control) steel, seethe VICWEST Hi-Bond Composite Floor Designer's Manual.
13.5056
6.00
4.314
IC
21.20534.309
7.00
15.0272
.060
.030
9.8324
12.7817
3.809
11.6945 3.800
3.814 12.6602
(PER FOOT WIDTH)
In accordance with CSA Specification S136-07
(PER FOOT WIDTH)
Composite Moment of Inertia, IC (inches4) Effective Depth, d (inches)
Span(inches)
.036
.048
Maximum Specified Uniformly Distributed Load in lb/ft 2 (psf)
Base Steel Nominal
Thickness(inches)
IC
5.50
1.0985
ddd IC d
18.96354.300
4.814 19.9067
4.809
4.800
16.0035
17.0599
25.6793
23.5495
5.291
3Span
302221 250
191
187
205
269
271
232216
179
239
20.69024.291
3Span
4.791
2Span
2Span
16.4067
375
198
294
304
188
209
292
224
329309
246
284267251237
311
352330
279623562
363
281
317298280
295
328348 384
400
344311
400369393
340
264
250203
242221
230
2Span
3.791
1Span
274
3Span
308
279259
333
279
308
350
338
3Span
1Span
1Span
306
256
3474
INTERIOR(pounds)
2Span
52352200
66.1 1.595
5.314
5.309
5.300
1302
1.91011.5296
1.691
1.7001.709
1473
2063
0.9591
MIDSPANIm
(inches4)
1.1514
Moment of Inertia
1.0899
EXTERIOR(pounds)
932
MASS WITH ZF75
GALVANIZED(lb/ft2)
4.717
686.15284.0
1.5170
0.6289
30331019.1
MAXIMUM FACTORED REACTIONS
10.4972
SECTION MODULUS
MIDSPANSm
(inches3)
SUPPORTSs
(inches3)
0.4961
IC
0.8634 0.90011.1179
2.384
222
245260
204
275
224
251236
311
54.0 1.287
6.50
.036
1Span
.060
Base Steel Nominal Thickness
(inches)
.048
.030
47.9 1.133
60.0 1.441
NOMINALCORE
THICKNESS(inches)
AREA OF STEEL(inches2)
h(inches)Slab Weight, W1(lb/ft2)
Concrete Volume, (cu yd/100 ft2)
DEPTH FROM NEUTRALAXIS TO
BOTTOM OF DECK Yb
(inches)
0.8691
FULLIf
(inches4)
2.855
3.774
0.6214
SLAB THICKNESS
LIMIT STATESDESIGN
PHYSICALPROPERTIESSTEEL PROFILE
PHYSICALPROPERTIESCOMPOSITE SLAB
LOAD TABLE
VW00147EN10/10
In accordance with ongoing efforts to improve our products and their performance, Vicwest reserves the right to change without notice the specifications contained herein.
The contents herein are for general information and illustrative purposes only and are not intended to serve as any type of advice. Every effort is made to ensure the accuracy of the information included in this brochure and it is believed that the information contained herein is accurate and reliable as of the date of publication. Vicwest, however, does not warrant or represent the accuracy or reliability of any information included in this brochure. Any reliance on any information without consultation with Vicwest or a duly authorized representative shall be at the user's own risk. ©2010, Vicwest – All rights reserved